|
Report_Id: 111026 Est NO 0010 |
Date:01/11/2012 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 111026 | Estimate Number | 0010 | Estimate Type | PROGRESS | ||
| District Office | BOWLING GREEN (03320) Graves, Ashley R. P.E. | ||||||
| Contractor | SCOTTY'S CONTRACTING AND STONE LLC | ADDR SN 4 VC Code VC0000097588 | |||||
| LLC | |||||||
| PO BOX 4500 | |||||||
| BOWLING GREEN , KY , 42102-4500 | |||||||
| Pay Period | 12/03/2011 TO 12/16/2011 | ||||||
| Date Approved | 01/03/2012 | ||||||
| Primary Proj Number | DE00502551126 | ||||||
| Project No. | STPS 5385(4) | ||||||
| Primary County | BARREN | ||||||
| Name of Road | PARK CITY-US 31W ROAD (KY 255) | ||||||
| Description | REALIGN KY 255 SOUTH AND CONSTRUCT OVERPASS AT CSX RAILROAD TO INTERSECT EXISTING US 31W-KY 255 INTERSECTION | ||||||
| Date Let | 06/17/2011 | Formal Acceptance | |||||
| Date Awarded | 06/29/2011 | Date Work Began | 07/25/2011 | ||||
| Date Contract Executed | 07/14/2011 | Open To Traffic | |||||
| Date NTP Issued | 07/14/2011 | Actual Completion Date | |||||
| Current Contract Amount | $2,545,669.51 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $2,545,669.51 |
Total Earnings | $669,820.20 |
$665,141.10 |
$4,679.10 |
|
| Percent Complete | 29.16 |
Stockpiled Materials | $72,599.23 |
$72,599.23 |
$0.00 |
|
| Funds Available | $1,803,250.08 |
Gross Earnings | $742,419.43 |
$737,740.33 |
$4,679.10 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $742,419.43 |
$737,740.33 |
$4,679.10 |
|||
| Contract Id | 111026 | Change Order Summary |
County | BARREN | ||||||
| Estimate Nbr | 0010 | Project Number | STPS 5385(4) | |||||||
| Contractor | SCOTTY'S CONTRACTING AND STONE LLC | Period | 12/03/2011 TO 12/16/2011 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
CONTRACT ADJUSTMENTS HISTORY
| Contract Adjustments |
|
|
| Adjustment Description | Est No |
Adjustment Amount |
| Line Item Adjustments History | |||||||||
| PROJECT | ITEM NBR | DESCRPITION | TYPE | EST NO | ADJ QUANTITY |
UNIT PRICE |
ADJUSTED AMOUNT |
||
| Contract Id | 111026 | COMMONWEALTH OF KENTUCKY |
County | BARREN | ||||||
| Contract Type | GRBR GRADE & DRAIN WITH BRIDGE | TRANSPORTATION CABINET |
Primary Project Number | DE00502551126 | ||||||
| Estimate Nbr | 0010 | Period | 12/03/2011 TO 12/16/2011 | |||||||
| Contractor | SCOTTY'S CONTRACTING AND STONE LLC | |||||||||
| Project | DE00502551126 | Fed/State Project Number | STPS 5385(4) | Category | 0001 ROADWAY | |||||||
| LINE ITEM NUMBER | ITEM DESCRIPTION | ITEM NO. | UNIT | PLAN QTY | CURRENT QUANTITY | QUANTITY PAID THIS EST | QUANTITY PAID PREV. EST | QUANTITY PAID TO DATE | UNIT PRICE | AMOUNT PAID THIS EST | AMOUNT PAID TO DATE | |
| 0010 | CRUSHED STONE BASE | 00003 | TON | 6,240.00 | 6,240.000 | 1,274.570 | 1,274.570 | 17.20 | 21,922.60 | |||
| 0020 | TRAFFIC BOUND BASE | 00020 | TON | 32.00 | 32.000 | 24.100 | 24.100 | 17.20 | 414.52 | |||
| 0030 | CRUSHED AGGREGATE SIZE NO 57 | 00071 | TON | 37.00 | 37.000 | 48.560 | 48.560 | 17.00 | 825.52 | |||
| 0040 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 534.00 | 534.000 | 0.000 | 0.000 | 17.00 | 0.00 | |||
| 0050 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 1,993.00 | 1,993.000 | 337.900 | 337.900 | 17.00 | 5,744.30 | |||
| 0060 | ASPHALT SEAL AGGREGATE | 00100 | TON | 16.35 | 16.350 | 0.000 | 0.000 | 65.00 | 0.00 | |||
| 0070 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 3,853.00 | 3,853.000 | 383.590 | 383.590 | 69.90 | 26,812.94 | |||
| 0080 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 2.00 | 2.000 | 0.000 | 0.000 | 875.00 | 0.00 | |||
| 0090 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 626.00 | 626.000 | 0.000 | 0.000 | 81.80 | 0.00 | |||
| 0100 | ENTRANCE PIPE-15 IN | 00440 | LF | 139.00 | 139.000 | 0.000 | 0.000 | 52.00 | 0.00 | |||
| 0110 | ENTRANCE PIPE-24 IN | 00443 | LF | 76.00 | 76.000 | 0.000 | 0.000 | 65.00 | 0.00 | |||
| 0120 | CULVERT PIPE-18 IN | 00462 | LF | 110.00 | 110.000 | 0.000 | 0.000 | 58.00 | 0.00 | |||
| 0130 | CULVERT PIPE-24 IN | 00464 | LF | 152.00 | 152.000 | 152.000 | 152.000 | 67.00 | 10,184.00 | |||
| 0140 | PERFORATED PIPE-4 IN | 01000 | LF | 350.00 | 350.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0150 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 250.00 | 250.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0160 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 480.00 | 0.00 | |||
| 0170 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 520.00 | 0.00 | |||
| 0180 | SEWER PIPE-4 IN | 01050 | LF | 225.00 | 225.000 | 225.000 | 225.000 | 21.00 | 4,725.00 | |||
| 0190 | STEEL ENCASEMENT PIPE-3 IN | 01060 | LF | 160.00 | 160.000 | 160.000 | 160.000 | 42.00 | 6,720.00 | |||
| 0200 | STEEL ENCASEMENT PIPE-8 IN | 01065 | LF | 215.00 | 215.000 | 215.000 | 215.000 | 49.00 | 10,535.00 | |||
| 0210 | REMOVE PIPE | 01310 | LF | 40.00 | 40.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0220 | S & F BOX INLET-OUTLET-24 IN | 01451 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,900.00 | 0.00 | |||
| 0230 | CURB BOX INLET TYPE B | 01480 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 4,000.00 | 0.00 | |||
| 0240 | ISLAND INTEGRAL CURB | 01845 | LF | 59.50 | 59.500 | 0.000 | 0.000 | 55.00 | 0.00 | |||
| 0250 | DELINEATOR FOR GUARDRAIL-WHITE | 01982 | EACH | 29.00 | 29.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0260 | BARRICADE-TYPE III | 02014 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 120.00 | 0.00 | |||
| 0270 | JPC PAVEMENT-8 IN | 02084 | SQYD | 3,221.00 | 3,221.000 | 0.000 | 0.000 | 62.50 | 0.00 | |||
| 0280 | REMOVE PAVEMENT | 02091 | SQYD | 840.00 | 840.000 | 0.000 | 0.000 | 4.50 | 0.00 | |||
| 0290 | TEMP DITCH | 02159 | LF | 1,395.00 | 1,395.000 | 0.000 | 0.000 | 0.50 | 0.00 | |||
| 0300 | GRANULAR EMBANKMENT | 02223 | CUYD | 1,350.00 | 1,350.000 | 39.110 | 39.110 | 33.00 | 1,290.63 | |||
| 0310 | EMBANKMENT IN PLACE | 02230 | CUYD | 83,880.00 | 83,880.000 | 36,376.000 | 36,376.000 | 5.75 | 209,162.00 | |||
| 0320 | WATER | 02242 | MGAL | 100.00 | 100.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0330 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 2,200.00 | 2,200.000 | 0.000 | 0.000 | 15.50 | 0.00 | |||
| 0340 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0350 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 2,350.00 | 0.00 | |||
| 0360 | GUARDRAIL END TREATMENT TYPE 3 | 02373 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 860.00 | 0.00 | |||
| 0370 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,300.00 | 0.00 | |||
| 0380 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 32.00 | 32.000 | 0.000 | 0.000 | 85.00 | 0.00 | |||
| 0390 | WITNESS POST | 02432 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 0400 | CLEAN SINKHOLE | 02469 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,500.00 | 3,000.00 | |||
| 0410 | CHANNEL LINING CLASS III | 02484 | TON | 194.00 | 194.000 | 0.000 | 0.000 | 36.00 | 0.00 | |||
| 0420 | CLEARING AND GRUBBING 12.6 ACRES | 02545 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 20,000.00 | 10,000.00 | |||
| 0430 | SIGNS | 02562 | SQFT | 150.00 | 150.000 | 48.000 | 48.000 | 7.00 | 336.00 | |||
| 0440 | OBJECT MARKER TYPE 2 | 02565 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 0450 | EDGE KEY | 02585 | LF | 190.00 | 190.000 | 0.000 | 0.000 | 24.00 | 0.00 | |||
| 0460 | FABRIC-GEOTEXTILE TYPE II | 02597 | SQYD | 147.00 | 147.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0470 | FABRIC-GEOTEXTILE TYPE III | 02598 | SQYD | 2,170.00 | 2,170.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0480 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 6,698.00 | 6,698.000 | 1,392.667 | 1,392.667 | 2.00 | 2,785.33 | |||
| 0490 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 460.00 | 460.000 | 253.333 | 253.333 | 2.00 | 506.66 | |||
| 0500 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 25,000.00 | 0.00 | |||
| 0510 | DIVERSIONS (BY-PASS DETOURS) | 02651 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 36,000.00 | 0.00 | |||
| 0520 | SETTLEMENT PLATFORM | 02692 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0530 | TEMP SILT FENCE | 02701 | LF | 1,395.00 | 1,395.000 | 960.000 | 960.000 | 3.00 | 2,880.00 | |||
| 0540 | SILT TRAP TYPE A | 02703 | EACH | 13.00 | 13.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0550 | SILT TRAP TYPE B | 02704 | EACH | 13.00 | 13.000 | 1.000 | 1.000 | 50.00 | 50.00 | |||
| 0560 | SILT TRAP TYPE C | 02705 | EACH | 13.00 | 13.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0570 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 38.00 | 38.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0580 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 38.00 | 38.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0590 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 38.00 | 38.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0600 | CLEAN TEMP SILT FENCE | 02709 | LF | 1,395.00 | 1,395.000 | 0.000 | 0.000 | 0.10 | 0.00 | |||
| 0610 | SEDIMENTATION BASIN | 02711 | CUYD | 322.00 | 322.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0620 | CLEAN SEDIMENTATION BASIN | 02712 | CUYD | 50.00 | 50.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0630 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 48,500.00 | 24,250.00 | |||
| 0640 | STEEL PIPE-2 1/2 IN | 03340 | LF | 68.25 | 68.250 | 0.000 | 0.000 | 42.00 | 0.00 | |||
| 0650 | STEEL PIPE-4 IN | 03343 | LF | 64.25 | 64.250 | 0.000 | 0.000 | 45.00 | 0.00 | |||
| 0660 | PVC PIPE-1 1/2 IN | 03378 | LF | 260.00 | 260.000 | 260.000 | 260.000 | 28.00 | 7,280.00 | |||
| 0670 | EROSION CONTROL BLANKET | 05950 | SQYD | 2,321.00 | 2,321.000 | 0.000 | 0.000 | 1.45 | 0.00 | |||
| 0680 | TEMP MULCH | 05952 | SQYD | 60,984.00 | 60,984.000 | 0.000 | 0.000 | 0.18 | 0.00 | |||
| 0690 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 30,492.00 | 30,492.000 | 10,458.278 | 10,458.278 | 0.19 | 1,987.07 | |||
| 0700 | TOPDRESSING FERTILIZER | 05966 | TON | 3.20 | 3.200 | 0.000 | 0.000 | 796.00 | 0.00 | |||
| 0710 | SEEDING AND PROTECTION | 05985 | SQYD | 60,984.00 | 60,984.000 | 902.778 | 902.778 | 0.31 | 279.86 | |||
| 0720 | SODDING | 05990 | SQYD | 235.00 | 235.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0730 | TOPSOIL FURNISHED AND PLACED | 05997 | CUYD | 66.00 | 66.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0740 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 1,800.00 | 1,800.000 | 2,660.000 | 2,660.000 | 0.48 | 1,276.80 | |||
| 0750 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 12,315.00 | 12,315.000 | 0.000 | 0.000 | 0.21 | 0.00 | |||
| 0760 | CONCRETE-CLASS A | 08100 | CUYD | 2.28 | 2.280 | 0.000 | 0.000 | 700.00 | 0.00 | |||
| 0770 | STEEL REINFORCEMENT | 08150 | LB | 16.00 | 16.000 | 0.000 | 0.000 | 1.50 | 0.00 | |||
| 0780 | FUEL ADJUSTMENT | 10020NS | DOLL | 20,970.00 | 20,970.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0790 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 9,902.00 | 9,902.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0810 | BOLLARDS | 21341ND | EACH | 15.00 | 15.000 | 0.000 | 0.000 | 600.00 | 0.00 | |||
| 0820 | TURF REINFORCEMENT MAT 1 | 23274EN11F | SQYD | 1,471.00 | 1,471.000 | 0.000 | 0.000 | 5.50 | 0.00 | |||
| 0830 | SPECIAL SEEDING GRASS SWALES | 22768ED | SQYD | 774.00 | 774.000 | 0.000 | 0.000 | 1.75 | 0.00 | |||
| 0840 | PIPELINE VIDEO INSPECTION | 23131ER701 | LF | 131.00 | 131.000 | 0.000 | 0.000 | 16.00 | 0.00 | |||
| Project | DE00502551126 | Fed/State Project Number | STPS 5385(4) | Category | 0002 BRIDGE | |||||||
| 0850 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 98.00 | 98.000 | 0.000 | 0.000 | 45.00 | 0.00 | |||
| 0860 | MASONRY COATING | 02998 | SQYD | 933.00 | 933.000 | 0.000 | 0.000 | 9.00 | 0.00 | |||
| 0870 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 68.00 | 68.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 0880 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 182.00 | 182.000 | 113.243 | 113.243 | 20.00 | 2,264.86 | |||
| 0890 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 37.00 | 37.000 | 46.840 | 46.840 | 100.00 | 4,684.00 | |||
| 0900 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 591.00 | 591.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 0910 | TEST PILES | 08033 | LF | 83.00 | 83.000 | 38.000 | 38.000 | 70.00 | 2,660.00 | |||
| 0920 | PILES-STEEL HP14X89 | 08051 | LF | 720.00 | 720.000 | 67.813 | 265.500 | 333.313 | 69.00 | 4,679.09 | 22,998.59 | |
| 0930 | PILE POINTS-14 IN | 08095 | EACH | 22.00 | 22.000 | 11.000 | 11.000 | 112.00 | 1,232.00 | |||
| 0940 | CONCRETE-CLASS A | 08100 | CUYD | 198.90 | 198.900 | 165.611 | 165.611 | 527.00 | 87,276.99 | |||
| 0950 | CONCRETE-CLASS AA | 08104 | CUYD | 326.60 | 326.600 | 0.000 | 0.000 | 527.00 | 0.00 | |||
| 0960 | STEEL REINFORCEMENT | 08150 | LB | 32,233.00 | 32,233.000 | 31,730.722 | 31,730.722 | 1.03 | 32,682.64 | |||
| 0970 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 85,189.00 | 85,189.000 | 0.000 | 0.000 | 1.03 | 0.00 | |||
| 0980 | PRECAST PC I BEAM TYPE 3 | 08633 | LF | 1,099.20 | 1,099.200 | 395.835 | 395.835 | 182.00 | 72,041.97 | |||
| 0990 | BRIDGE CHAIN LINK FENCE-6 FT | 08711 | LF | 150.00 | 150.000 | 0.000 | 0.000 | 57.00 | 0.00 | |||
| 1000 | COFFERDAM ADJACENT TO RAILROAD | 24088EC | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 32,000.00 | 32,000.00 | |||
| Project | DE00502551126 | Fed/State Project Number | STPS 5385(4) | Category | 0003 MOB AND DEMOB | |||||||
| 1010 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 118,021.77 | 59,010.88 | |||
| 1020 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 35,420.34 | 0.00 | |||
| SUBTOT | $4,679.09 |
$669,820.20 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0980-1-0I |
I BEAM, TYPE 3 | LF |
1,099.20 | 0003 | $103.217000 | $113,456.13 | ||||||
0980-1-0A |
I BEAM, TYPE 3 | LF |
316.66 | 0006 | $103.217000 | $-32,685.52 | ||||||
0980-1-0A |
I BEAM, TYPE 3 | LF |
79.16 | 0007 | $103.217000 | $-8,171.38 | ||||||
| SUBTOT | $72,599.23 |
|||||||||||